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HomeMy WebLinkAbout065483 - Construction-Related - Contract - Spur Wildflower Development, L.P.Date Received: 7/07/26 Permit No.: SWFMA-25-0111 Time Received: 1 2 : 07 p.m. City Secretary No.: 65483 OFFICIAL RECORD DRAINAGE CHANNEL CITY SECRETARY MAINTENANCE AGREEMENT FT. WORTH, TX THIS AGREEMENT, made and entered into this 6th day of J U 1y 2026, by and between Spur Wildflower Development, L.P., a Delaware limited partnership, acting by and through John Brian, its duly authorized signatory, hereinafter referred to as "Landowner", the Wildflower Ranch Association, hereinafter referred to as "Association", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a certain lot, tract, or parcel of land situated in the Guadalupe Cardinas Survey, Abstract No. 214, Fort Worth, Denton County, Texas, being part of that certain called 383.83 acre tract described as Tract 5, according to the deed recorded in 2025-34371, Deed Records, Denton County, Texas, and being part of a called 3.760 acre tract described a deed to CDI Wildflower Development, LLC, recorded in deed number 2025-72638, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Tradition Phase 5A, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner and Association, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Drainage Facilities be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1 Rev. 03/01/2022 BN and assigns, including the Association, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and; NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner and Association, its successors and assigns, shall adequately construct and maintain the on -site Drainage Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Drainage Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Drainage Channel Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner and Association, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to ensure the safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner and Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner and Association, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and Association, its successors and assigns, fail to maintain the Facility in good working condition acceptable to the City, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessM to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner and Association, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Parker County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOICATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Denton County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 6th dayof July CITY OF FORT WORTH C�)��- Jesica McEachern Assistant City Manager City of Fort Worth Date: 07/06/2026 Approved as to Form and Legality: R keVill Alw( -sl // M. Kevin Anders, II (Jul 2, 2026 08:57:44 CDT) M. Kevin Anders, II Assistant City Attorney II City Attorney's Office Date: 07/02/2026 0 ;AIIP 00 ATTEST: �_''� ° %ffiod �o P V o o So (\,1 Goa* � aa4p nEX a5o4 Jannette S. Goodall City Secretary Date: 07/07/2026 2026. Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Kandice Merrick Planning Manager Date: 07/06/2026 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX DRAINAGE CHANNEL MAINTENANCE AGREEMENT 5 Rev. 03/01/2022 BN STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on July 6, 2026 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Notary Public, State of Texas KATKEEN BRADFORD = Notary Public r r STATE OF TEXAS �*s III"VVV Notary I.D. 12197197 nF'4' My Comm. ass . Apr. 12, 2027 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN LANDOWNER Spur Wildflower Development, L.P. a Delaware limited liability partnership By: Spur Wildflower Development GP. L.L.C. a Delaware limited liability company its rpalrtner By: John Bri Its: Authorized Signatory Date: le It 2lO STATE OF T7LDe I DPv COUNTY OF /' AA j-,3A-�T-E;5 BEFORE ME, the undersigned authority, a Notary Public in and for the State of F101e-1 DPr , on this day personally appeared 016-rfN 439111A) (name), ALC7' 4jet2,D bid A &rDiet, (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed ofyaC. AJ 11DRL1 OCk L-Ot L OM �I� (entity), a Li1i61 (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this t cb day of ��1.LNf✓ 2026. Nota ublic, State Uf fip2rvq- JENNIFER LAFEMINA COmmisslon # HH 684085 Expires June 4, 2029 DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN ASSOCIATION Wildflower Ranch Master Association a Texas nonprofit corporation By: Stuart Young Its: Director STATE OF F o&MtZA § COUNTY OF AA -AJ*T-eV § BEFORE ME, the undersigned authority, a Notary Public in and for the State of k4biq , on this day personally appeared9TV— Rkr I I VVWY (name), ! 12 i-&id t2. (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of Ah 16FUP M PWNCJt N)RIM ASSOC, (entity), a IV A P41ri1- &of-? (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of �kll�� 12026. E Not yublic, State f FL0R �DA JENNIFER LAFEMINA Commission # HH 684085 Expires June 4,2029 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev. 03/01/2022 BN ASSOCIATION Wildflower Ranch Master Association q as o t corporation ration Femina Its:irector STATE OF fi""'0(-1 �CL COUNTY OF Manatee BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared (name), -�7� )' rz&Jz� r' (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of W �' I � p" J2pn�� Hj �Cs1 038 ity), a // I-xGtS ncy-1 00a' Chi °01(entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of J Un , 2026. No a y ublic, State of -t \C) DIANAFORBES * *= MY COMMISSION # HH 693292 EXPIRES: June 30, 2029 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10 Rev. 03/01/2022 BN ASSOCIATION Wildflower Ranch Master Association znonprofit corporation By: Nfadhew Koratich Its: Director STATE OF -FAc)(-*\ 60 —. COUNTY OF Manatee BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared "cAAV=X-J V-�DC VY (name), �� rc� (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of t��;�a�Q-`� �c�- (entity), a stated. (entity type) and in the capacity therein GIVEN UNDER MY HAND AND SEAL OF OFFICE this 7 U day of�r'� , 2026. DIANA FORBES * *= MY COMMISSION # HH 693292 "rFOF Floe;° EXPIRES: June 30, 2029 otary Public, State of DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8 Rev. 03/01/2022 BN EXHIBIT "A" LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11 Rev. 03/01/2022 BN EXHIBIT "A" LEGAL DESCRIPTION FOR VARIABLE WIDTH DRAINAGE EASEMENT All that certain lot, tract, or parcel of land, situated in a portion of the Guadalupe Cardinas Survey, Abstract No. 214, Denton County, Texas, being part of that certain called 383.83 acre tract described as Tract 5 in a deed to Spur Wildflower Land, L.P. recorded in Document No. 2025-34371 of the Deed Records of Denton County, Texas (DRDCT), being part of a called 3.760 acre tract described in a deed to CDI Wildflower Development, LLC recorded in Document No. 2025-72638 (DRDCT), and being more completely described as follows, to -wit: COMMENCING at a 1 /2" capped iron rod found stamped "GOODWIN & MARSHALL" for the Southeast corner of Winding Meadows Drive (variable width right-of-way) recorded in Document No. 2021-87 of the Plat Records of Denton County, Texas (PRDCT�, being in the South line of said 383.83 acre tract, and in the North right-of-wayJine of State Highway No. 114 (variable width right-of- way); THENCE North 25 deg. 107 min. 44 sec. East departing said North right-of-way line and South line, a distance of 406.07 feet to the Southeast line of a 40' Sewer Easement recorded in Document No. 2023-16993 (DRDCT), said point being the TRUE POINT OF BEGINNING; THENCE North 17 deg. 48 min. 01 sec. East along said Southeast line, a distance of 240.23 feet; THENCE North 49 deg. 18 min. 42 sec. East along said Southeast line, a distance of 201.14 feet; THENCE North 63 deg. 24 min. 15 sec. East along said Southeast line, a distance of 176.93 feet to a point in the South right-of-way line of Goldflame Drive (60' width right-of-way) recorded in Document No. 2024-160 (PRDCT) same being a Point of Curvature of a non -tangent circular curve to the left, having a radius of 380.00 feet, a central angle of 43 deg. 26 min. 43 sec., and being subtended by a chord which bears South 68 deg. 34 min. 27 sec. East - 281.29 feet, from which a 1 /2" capped iron rod found stamped "GOODWIN & MARSHALL" for a point in the Southeast right-of-way line of said Winding Meadows Drive bears North 40 deg. 07 min. 46 sec. West - 102.96 feet; 25S9- S ' Grapevine P1kwy * Grapevine, TX 76051 a 8,17.32,9,4373 Sheet 1 of 5 GM J'I jI IxEng Firm #F 2944 • !XSutry Firm 1 QQ21J7001 January 5, 2026 Engineer ngi & $u rveyrin9 fgmcivu,cam 10720-DE34-V2.dwg THENCE in an easterly direction departing said Southeast line and continue along said South right-of-way line and said curve to the left, a distance of 288.14 feet; THENCE North 89 deg. 42 min. 12 sec. East tangent to said curve, a distance of 137.48 feet; THENCE South 45 deg. 20 min. 01 sec. East departing said South right-of-way line, a distance of 14.15 feet; THENCE South 00 deg. 22 min. 14 sec. East, a distance of 164.73 feet, from which a TXDOT disk monument found in the North right-of-way line of said State Highway No. 1 14 and in the South line of said 383.83 acre tract bears South 02 deg. 35 min. 41 sec. West - 527.50 feet; THENCE South 89 deg. i32 min. 59 sec. West, a distance of 418.76 feet; THENCE South 00 deg. 27 min. 01 sec. East, a distance of 159.06 feet; THENCE North 90 deg. OC,1 min. 00 sec. West, a distance of 15.84 feet; THENCE South 27 deg. 04 min. 58 sec. East, a distance of 35.14 feet to the East line of said 3.760 acre tract; THENCE South 00 deg. 27 min. 01 sec. East along said East line, a distance of 277.66 feet; THENCE South 45 deg. 11 min. 00 sec. East departing said East line, a distance of 23.94 feet; THENCE North 89 deg. 49 min. 00 sec. East, a distance of 103.70 feet; THENCE North 77 deg. 24 min. 33 sec. East, a distance of 35.73 feet; THENCE South 33 deg. 40 min. 47 sec. East, a distance of 57.17 feet to the South line of said 383.83 acre tract and the North right-of-way line of said State Highway No. 114, from which a TXDOT disk monument found in said North right-of-way line and said South line bears North 89 deg. 49 min. 00 sec. East - 204.02 feet; THENCE South 89 deg. 49 min. 00 sec. West along said South line and said North right-of- way line, a distance of 41.57 feet; THENCE North 21 deg. 51 min. 13 sec. West departing said South line and said North right-of-way line, a distance of 23.02 feet; GM 255;9 S ' Grapevine P1kwy, • Grapevine, TX 76051 a $,117.3�9,4373 Sheet 2 of 5 I' jI TxEng FirM #F 2944 • USu�ry Firm 100-1J700, January 5, 2026 Engineering & Surveyin, 9 fg1lnlCIVICam 10720-DE34-V2.dwg r4j THENCE North 77 deg. 46 min. 33 sec. West, a distance of 16.77 feet; THENCE South 89 deg. 49 min. 00 sec. West, a distance of 109.91 feet; THENCE North 45 deg. 11 min. 00 sec. West, a distance of 36.33 feet; THENCE North 00 deg. 27 min. 01 sec. West, a distance of 280.28 feet; THENCE North 27 deg. 04 min. 58 sec. West, a distance of 39.26 feet; THENCE North 90 deg. 00 min. 00 sec. West, a distance of 344.43 feet to the POINT OF BEGINNING, containing 204,200 square feet or 4.688 acres of land, more or less. Bearings are referenced to Texas State Plane Coordinates, North Central Zone, NAD83(201 1), U.S. Survey Feet, as derived from GPS/OPUS observations. Exhibit map attached and made a �,�P,�Ev �Fx� �•g���G�s,T ER�o S JOHN N. ROGERS 0 6372 �• Q(XSS\0�" �NOSURV�O�d 1/5/2026 25S9- S ' Grapevine P1kwy w Grapevine, TX 76051 a 8,17.329,4373 Sheet 3 of 5 GM&1'I V 1I IxEng Firm #F 29_44 • lkSutry Firm 100-21J700, January 5, 2026 knoineer ngi & Surveyin, 9 fg1ln CIVICam 10720-DE34-V2.dwg O'SOLITHWESTERN -►1_� tl 21� GAS PIPELINE EASEMENT NO. 5 VOL. 5028, PG. 3539 D.R.D.C.T. SWG PIPELINE, LLC v DOC. NO. 2015-144560 D.R.D.C.T. G �il LOT 72X, BLOCK RR TRADITION, PHASE4D S / I DOC. NO.2024-760 P.R.D.C.T. / I GOLDFLAME DRIVE (60' RIGHT-OF-WAY) ��. DOC. NO. 2024-160 (P.R.D.C.T.) „GO PR QUO�r o�m3oV Z0�20 QJ§FU y ---------i `�G�1► �o �/ / /rr/71 1/1 C� -- L5 - L6 °pG / � VARIABLE E4 SEMENT tjj a �. 'a l / 204,200 SQ. FT. / 4.688 AC. � w�Q h Q M � Q,�o v �a L10 L24 L23 L1 / 1c 0 P.O.B. 0 z moo w �I ~ I vu r 0-wU? CV N z0�U C4 Q W h p a J J 5 Q a `m00 o04L1 L1 — � L20 L19 L18- P.O.C. STATE HIGHWAY 114 1 /2" C.I.R.F. (VARIABLE WIDTH R/W) "GOODWIN & MARSHALL" 1 L8 a �M QUQM p j O" oU CL CD o 1 w O � J ° ^ : REMAINDER OF TRACT 5 N • CALLED 383.83 ACRES Q 3 o N p : SPUR WILDFLOWER U j 0 b o 3 DEVELOPMENT, L.P. F- q�co DOC. NO. 2025-34372 Z I D.R.D.C.T. r `n ' ch ; Q o 3 L15 — — I 6 _ L26 J L1 ] TXDOT DISK MONUMENT SEE SHEET 5 FOR LINE & CURVE TABLES EXHIBIT "A" MAP SHOWING VARIABLE WIDTH DRAINAGE EASEMENT, SITUATED IN A PORTION OF THE GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214 DENTON COUNTY, TEXAS 0 200 SCALE IN FEET BEARINGS ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 AS DERIVED FROM GPS OBSERVATION. �Ev ZFk 'gyp'••'\STF '.'9 Job No.: 10720 Scale: 1 "=200' Sheet GMCI I Drafted: J.H.M. Checked: J.N.R. • JOHNN.•ROGERS ) ' ' 372 ' 6 e i Surveyed on the Ground: 8/20/2025°FEss�o`�P. Engineering & Surveying of 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 l q�0 SURV 817-329-4373 Date Prepared: 1 /5/2025 TxEng Firm # F-2944 I TxSuw Firm # 10021700 Revised: . Revised: Date Signed: 1/5/2026 LINE TABLE LINE # BEARING DISTANCE L l N2500744" E 406.07' L2 N 17048'01 " E 240.23' L3 N49018'42"E 201.14' L4 N 63a24' 1 FE 176.93' L5 N89042' 12"E 137.48' L6 S45020'01 "E 14.15' L7 S00022' 14"E 164.73' L8 S89032'59"W 418.76' L9 S0002701 "E 159.06' 1.10 N90000'00"W 15.84' Lll S27004'58"E 35.14' L12 S00027'01 "E 277.66' L13 S45011'00"E 23.94' LINE TABLE LINE # BEARING DISTANCE L14 N89049'00"E 103.70' L15 N77024'33"E 35.73' L16 S33040'47"E 57.17' L17 S89049'00"W 41.57' L18 N21051'1YW 23.02' L19 N77046'33"W 16.77' L20 S89049'00"W 109.91' L21 N45011 '00"W 36.33' L22 N00027'01 "W 280.28' L23 N27004'58"W 39.26' L24 N90000'00"W 344.43' L25 N4000746"W 102.96' L26 N89049'00"E 204.02' CURVE TABLE CURVE # RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 380.00' 288.14' 43026'43" S68034'27" E 281.29' BEARINGS ARE REFERENCED TO TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 AS DERIVED EXHIBIT "A" MAP SHOWING FROM GPS OBSERVATION. VARIABLE WIDTH DRAINAGE EASEMENT, SITUATED IN A PORTION OF THE GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214 DENTON COUNTY, TEXAS �� F F �P• '\STE Job No.: 10720 Scale: NONE Sheet y.RFo s CI I Drafted: J.H.M. Checked: J.N.R. • JOHNN.•ROGERS '• -o ' 6372 ' GM Surveyed on the Ground: 8/20/2025°FEss�o`�P. Engineering & Surveying of l qR- 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 �0 SURV 817-329-4373 Date Prepared: 1 /5/2025 TxEng Firm # F-2944 I TxSury Firm # 10021700 Revised: Revised: Date Signed: 1/5/2026 EXHIBIT `B" DESIGN PLAN AND SPECIFICATIONS DRAINAGE CHANNEL MAINTENANCE AGREEMENT 12 Rev. 03/01/2022 BN CONTiLfC7GBA'OfF s� EXHIB INTERIM HYDROLOGIC COMPUTATIONS INTERIM COMPOSITE RUNOFF COEFFICIENT CALCULATIONS C CA TIME 11 01 15 05 1100 G100 PICK-UP POINT A-1 GB7 1,as 15 3.38 698 6:80 0.70 ].BB 14.30 Channel "A 3 A-2A 0.58 0.80 10 6.08 2.02 S:iA 3.0.1 926 5.52 Headwall'A-1' A-28 .,BeO.W O.B. 10 4-06 241 S.T4 3.41 9.24 BAB Channel"A-2" A-3A 202 3i4 4.BO Sum Inlet"A-3A" A313 F2- 0.]9 0.78 10 4.06 318 5.11 4.50 9.24 T. Sum In18t"A-38" A-3C 0.3d 0ss 10 A.. A.. 5.74 6.32 924 B.57 Sum nlel"A-3A" A-4 - - 15 3.32 5.92 486 8.60 >.98 1621 Ex. Sum Inlets "A-4A" &"A-W A-9 0W 16 332 3e9 AM 510 796 8.36 Headwall"A-9" A-EX1 DB1 2:W 15 3.32 8.52 488 12.4T 0.47 Ex. OInlet"A-EX1A-EX2 A-052 0.67 0.30 066 1.00 15 10 3.32 4.08 220 AV 4.BB 1.74 3.22 5.75 T 58 924 529 820 Ex. Sum Inlets "A-EX2A" &"A-EX2B" Channel"A-OS" A-OS3 8.86 0.30 2.85 10 AM 10.1 6.7d 15.23 9,2A ... Chennel'A-OS" A-OS4 11.15 0 W 335 10 AM 13.58 5.74 1B,21 924 30.2 Ex. Sump Inlets "A-EX2A" & "A-E)W SAA 828 0.81 5.00 15 18.88 4.08 24.BB 7.90 41,11 Oro Inlet"A-OS1" B-13 O.B7 0.6] O.Is 16 3.92 1.94 4.Be 283 TBe 4.85 Sum Inlets"8-1A"&B-1B' 02 217 sB1 1.a5. 15 3.32 A. AM T.0] T98 11k0 Sum Inlets "&2A"&B-28" e-3 1.78 O.W 120 15 132 3:88 4.86 6.B3 TSB 9.W On -Grade Inlets M8a "&"B-3B" BA 9.87 061 6." 15 ". 2004 AM 28.. 7.98 46.14 Sum Inlets'134A'&B-4B" 85 125 OBT D.BA 15 3.32 2.7B 4:88 T.es 6.68 On-Gmde Inlets "B-5A" & "35B" BE 5.69 O66 367 15 ss2 1219 ABB 1T.85 1" 29.29 Sum Inlets"BEA"&BEB" B-7 1.63 0.8T 15 Aen 5.31 T.9s 0.71 On -Grade Inlets'13JA"&"B-88" BA 558 sAl 2.31 15 3.32 ].6e 4AB 1125 >.B8 18.46 Ex. Head Wall "BA' Gi 357 0.57 203 15 s. 674 AN 986 790 16.19 Sum Inlet"Gi" G2 9.e] a3e a.53 10 4.Os 14.33 5.)4 20.27 9.24 32.e2 Ex. Headwall "C-2' D-1 10.A6 0.42 4.30 15 3.32 14.54 4.88 21.32 ].98 34B7 Ex. Headwall "D-l" ULTIMATE HYDROLOGIC COMPUTATIONS AREA C CA TIME 11 01 IS GS 1100 Woo PICK-UP POINT A-1 1.53 0.67 1.03 15 3.32 1As W. 4.98 I'M 8.18 Ex. Sum Inlets'A-1A"&'A-1B" A-2A 1.01 0.59 B. 10 408 2:42 5,)4 3.As 92A B.. On-Gmd¢Inlet -A-2A" A-2B OB.1D A. 2t0 - On-Gratle Inlet*A-28" A3A 1.35 0,57 D.77 10 4.Ofi 3.11 5.14 4.3B 924 7.07 Sum Inlet "A-31" A-3B 10 4.p6 3]d - Sum Inlet A3C 208 0.35 O.T3 10 - - - - 924 6.71 Sum Inlet"A-3A" AA Ex. Sum Inlets "A-4A" & "A-48" A-6 5.73 1. UW 15 3.32 1214 ae6 1386 1.. 30.62 FdEOn-Gratle Inlets'A-5A'&"AAB" A-S A-T BBB 8:30 D:W O:eF 3.72 427 15 15 3.32 s.32 12.34 14.19 4E8 AM 18.08 ZLTB Ts0 T.90 29.66 Use Fut. On -Grade Wets "AEA"&"AEB' Fut. On -Grade Inlets "A-7A' & "A-7W AA 3.71 O:W 249 15 3.32 825 4.86 1208 T98 IBM Fut On -Grade IDIBIs "AAA" & "A -BB" A-9 3.91 0.30 1,11 15 3.32 3.89 AM B.. T90 9.36 Sinned- id Headwe0 "A-9" A-EX1 3.83 OR7 1.W 15 3.92 0.W CH 1247 7.90 20.47 Ex. Dro Intel"A-EXV A-EX2 B-1A ON T00 0.67 0.66 0.W 6.se tfi 15 9.92 3.32 2. 16.87 4.06 4:00 322 4.70 Is$ TW sa 40.53 Ex. Sumr, Inlets"A-EX2A"&'A-EX2B" Sump Inlets 'B1IK&B-1B" B-1B B-2 D.87 21B O.fiS OsT 0W 1.47 15 15 332 3.32 IM A:W A. AM 2.78 7.13 7b8 7:90 4:53 11.7D Sum In ate"B-to"8I'-1B" On-GmtlB Inlets "B-2A" & "B-2W &3 1.79 0.61 120 45 3:32 3:98 4.Bfi 6.03 T:98 9:W Sumu Inlela "B-3A" & B 3B" 83 BAi 0.07 8.04 l5 3.32 20 N 4.08 - T% 48.16 On -Grad¢ Inlets "84N' & "S-06" 8-5 1.15 0.4 15 3.. 2Te A.es 4.01 190 098 Sum Inlets "BSA" &BEB" BE 6.73 0.67 3.81 18 3.32 12.74 AM 18.. I'M 90.82 On -Grade Inlets "B-SA" & "B-SB" B-7 1.83 OX7 1OB 15 3.32 sea 4.88 "I B.T1 Sum Inlets "&7A" & B B-& 0.41 211 15 3.32 7:88 AM 1125 T.90 IBM Ex. HeadWe "BA' G1 35] 0.57 2.03 15 3.32 8.74 496 9.s6 TBS 18.19 Sum IOIBt"Gi" C-2 9.67 0.38 3:59 15 3.. 11.71 d:BB 1T15 28.15 Ex. Headwall "C4" D-1 " 0." 300 15 3.32 1222 TM 7:98 29.35 Ex. Headw011"D-1" ROCK RIP/-RAP/SIZING EQUATION 13" - 0.20I [�> RIE-RAP STYE RGE (LFS} TEP (rT) IU ffr s = ACO[IiRAriON OU[ r0 G9ANTY (323 rr/s'7 RIP -RAP APRON DIMENSIONS TABLE CGMPUTEO L6 APRON LENGTH APRON DEPTH 5' 9x0 35,11, 6' 4x0 3Sxlb l0' Sx0 24x0,� 14' 6x0 21x 0. 2" >x0 20x4" 22" ax0 10xg0 RP -RAP AP OINEW05 TABLE PER FNWA HEC-M TABLE fa 40 = CIA I 1 RISE ROCK RIP -RAP SUMMARY TABLE RIP -RAP WIDTH EQUATION W = 30 + (2/3)L PER FNWA WC-14, na 10.4. =APR-AT-(F) A_ Ei) t > AIIIN u 1 (Fr) RIP -RAP GRADATIONS TABLE PER FNWA NEC-23, TABLE 5.7 TINE 0 (CFS) DIAMETER (FT) TW fM "0 (REQUIRED) (IN) D50 (PROPOSED) (IN) GRAOATON GLASS APRONLENGIH (FT) APRON OEPiN (FT) APRON""N ATM (FT) Al 186.E 3D0 4.6 &0 &0 II 20.00 130 37 A-9 M..7 2.. 3.2 90 &0 tl It50 L00 16 B4 1W.7 8.00 3.1 T,0 9:0 It 3&00 1.50 3l C-1 36.2 2.00 - Z. &0 11 10.00 L50 19 MEN==� M ULTIMATE COMPOSITE RUNOFF COEFFICIENT CALCULATIONS loom DRAINAGE DESIGN Of INLETTIME B NGTHEnMEF sMFALEOFTHE LEf (ON9IIEWF MINIMPLTIMEOF WNCENIRATIgt OFA n RFc10ENINL SMG IE FAM0.Y WS1OENIW eLLTIFAMLV IT- DuPlnas, N-TeENFSI INDusDiwL C-OFF BIISINE55 MFACAMILEgsTmCT IMElCMACRY qTT WORNiSM1SNA CMFRW NANWN DEV ROPMR4F MO CONSINUL-NON, 5-1 OURS OPQLNG- INLET IN sIIMP IOWFICEI- WL= Q= s1Dsm1m112W N-c29011rz = APE D15c1wacE (ns) lacTH of IrvlEr oPwlNc 5N 6=f5-1CMOFINLEI WFRIIVG IR) 9=oRAvm (32201a^2) rot=3.11(Y)- =1FNGIM foPEN111G�(P) (" Y = yo.a pE IDEPIN of Rav nT oPErv1n p=DE]OH CFGURFR ROW (e) a = OEPIH OF INLET D@RESSICN N) EXHIBIT "B DRAINAGE DESIGN Of INLETTIME B NGTHEnMEF sMFALEOFTHE LEf (ON9IIEWF MINIMPLTIMEOF WNCENIRATIgt OFA n RFc10ENINL SMG IE FAM0.Y WS1OENIW eLLTIFAMLV IT- DuPlnas, N-TeENFSI INDusDiwL C-OFF BIISINE55 MFACAMILEgsTmCT IMElCMACRY qTT WORNiSM1SNA CMFRW NANWN DEV ROPMR4F MO CONSINUL-NON, 5-1 OURS OPQLNG- INLET IN sIIMP IOWFICEI- WL= Q= s1Dsm1m112W N-c29011rz = APE D15c1wacE (ns) lacTH of IrvlEr oPwlNc 5N 6=f5-1CMOFINLEI WFRIIVG IR) 9=oRAvm (32201a^2) rot=3.11(Y)- =1FNGIM foPEN111G�(P) (" Y = yo.a pE IDEPIN of Rav nT oPErv1n p=DE]OH CFGURFR ROW (e) a = OEPIH OF INLET D@RESSICN N) EXHIBIT "B 0 J19.5 )20J5 CONCRETE RUME 40.2096 CULVERT .D.DNE WI" Ag SECTION A -A TIE SECTION C-C EMERGENCY SPILL WAY BEcnONo-I COA7AAC70BNO7F c ce GOLDFIAME DRIVE TZ n e �`0,® ,e. ouxnnw c1 sorsiares � � � � I //,� i / xlsrocuaeFs II / Jaz- ' � 724 J25 �•. __ RAMPOI — 1 1 L—Jz1 y J v I i I� s I I I I I j I T I II I% iIX13nNG—PAD I L II. ;III I I I II II I III III swrlun I I I eouxoun I II I ; II I I I -- — — — —Q„ / — --�— sz-- --. e12_ a — — — — — — ------ — -- --=�r -- -- - ,�_ --=--_-. - 71, 719 J40 9 k S.H. 114 EXHIBIT " SECTION C-C EMERGENCY SPILL WAY BEcnONo-I COA7AAC70BNO7F c ce GOLDFIAME DRIVE TZ n e �`0,® ,e. ouxnnw c1 sorsiares � � � � I //,� i / xlsrocuaeFs II / Jaz- ' � 724 J25 �•. __ RAMPOI — 1 1 L—Jz1 y J v I i I� s I I I I I j I T I II I% iIX13nNG—PAD I L II. ;III I I I II II I III III swrlun I I I eouxoun I II I ; II I I I -- — — — —Q„ / — --�— sz-- --. e12_ a — — — — — — ------ — -- --=�r -- -- - ,�_ --=--_-. - 71, 719 J40 9 k S.H. 114 EXHIBIT " eyf Fvmi4m��ni� uxra�rvarnw Tole ,tea ucr. .. TPADITION PED X6'NNCT 90XR1 1� l Sb 6,J9 UI GOLDOAMEDRWEw.R1 IL. NE NSrALL IT FSSxR i2<� sIOE1&08SOIAAVE G_ EDRII] 11 sb FlAM�M.%I. i�� F D CONSDNCT CONCREIF COWR CONSDIUCT IS'SUMP MIEr/ +LL IR'ENDAPL pRIVE. w.%LLB CUIvaNOPb: Ai =I BID FMW/Nt RUNNERS /y ACONNFCFTO E:f.JT RCP. Sb S,IJ.2d CURB GO1DfL1MEDRrvE. I—_ �6Shp Jwp�p�5.p n-j RIP RAP 91]OUAKMG ASPEN DRrvE INS]ALL 5'xI'4R•BEND 4NFJSx 15 /0!. A6]GOIDfLAMEDRNE RB99 -Naw as 8 / Sb ma X I L ME - /" f. 1 1 F 1 1 \w].'imnr/ pRIVE 9RT LL. _ Z. 69DRC, lCIA' e V .. ry w.rN v., m:raam 3 a - -BC.. w< =b5,w95 $ o = RD LLNE A. = Jb I.DDDRJD ur A JA- - NrnALLs GOLDFIAMF ORWE 1... e. a a; DDNEA.- 345JD NE-A4 D ur-A EX D� ;b :�D55SO E A I ------ rn" o�GO DF AME pRrvE IAIILL 2i DAxINGASPENDMrE <], Q44= GOLDFLAME DRIVE \ N 116 sb 1,26.w S.D. ur-A-Ex- £ vE Ex. JR-NEAOF R.0 DwuL IrurA ex r w REND 4 y REMG Sb A,IJAS GOIDNAME DRWE 9.25 LI. P "� bs,RI JJO EN DMVE - IaSfrrYS l29 wxo INON FROM OFIfAJe ACE®BAt�KaOF NRB v`g / / AJB-G`0W ABE DR WE III55 ({r'`Co=f V �!/ 9 q ppp10 Tp 6 Sb 5,w.w GOIDFUMiDRrvE 935 u. <' v JD O�11 COG 5 2 DP 2 4 3 BLOCK FFF !!.!WARNING!!! S.D.0 E"A<"CURVE TABLE S.D. LI� T� �lV— aI �V CVRVE# AR IBJGIH RADIUS CHORD BEARING CHORDI Cl 735 �Orosm ckWNO PRONIE Fp Exlrn cEx1ERUNE OF PIPE 0 541FOFCLASS III NNRLnIFw F� 54' R.C.P. 0 0.279 I NGGROUNOPR F"' " � 730 ---_ r _ - - R � ��- ------- - - - - ------!--' INIE'RlM rao-rR 9�o ro �5 mIERMF IDo-n NGL RRSI,—].zs DReVtl=10 l � ULRMAp: IRS�Yf HGL v=a4or� 725 o-R --------------- - S=Ar,. wsEL=nSaJ --- - ---- I wrxErl m 548 LF OF CLASS III Fk 8' 1L 4' R.C.B. ® e. 12"% CONCRElEFIUME ®V.RO% 720 e o Re s we rn 715 <oyz^'z_ 5i SR me m8rn BaL�� Sm $:'am oo8e''gm^ »Y8� 9 gM�D R-ms$�LLa� :Ya`u` �� 710 $an QP�ep u� arm m- Ch u Dz ' Cm , c°,Sm {IS -Ch WN 705=ors 700 - a m I / _ 1 / / .I,yy = azasswse I / / /^�� Wa SMx+19A5 NNE'A 9' ,5ry 6q6 ]sSD NNE "A 9" �\ !NlTALL iO'IT ND - nn' N 9oszus `*c, INIII 111 -114 ENO HEADWALL E x5xxa9E a,Po uxl xv RocRwP RAP SETSHEff HMO43 FOR mlcs m ororm ueraa 'Z l �r.719 OWALL s >a�Du Da:, D! A 1. x. E-zsus9E 1' E=zsuuaxzs h! >y�. OHO.. I COA7AAClOBI'BfE am`�i"'�cro�+�vnmw. >� urti �alRwr.,E arvEuEURoe� a'iE�mxa`��u>� Sara ��aei"� S.D. LJLL�IJL av /A _9uv 725 WSE1=]21.T3. — _:,-- _ PROPOS 6ER0 EU PROi1NE — — — EIlSlING GROUND PRIXi1F® C6N!®1@lEOF PUF — — — — — — — _ _ � 537V OF�CLAWR 30"R.C.P. 8028% Z � _ IWYR W3EL->2539 720 — — -eoNCRErE kuuE.�o ,� 6 L i 715 q y i py �IaW Q m.6 : 710 o,� s =l Al 705 — muzNR u�zge 700 a P P 695 �.� ^I 6Hb �r SILTFENCE INNT/PNEPROlEC00N corvsmucnON ENmnrvcE ftOW ARROW — — - L KAIIS OF DISNRBANCE uLnn+AiE coNanoNs I�YR ROOD —IN ,uoTEs No]E / 1NELYMHAACT(M SFMLL BERESPONS/PflORALL PERMflS, /NCL(/D/NG R/ETCEOPER,U? B NOT/FX.AT/ON. TNEEROS/ONCON)ROL LAYOUTASSNOWN/SFdRSCNFAGIK PURPoSESONLY. TNEOEYELOP£RNAS CONTN9ClEOWNNAN e osroNcavrna s�c/A</sr oRT1�oESrs a /: / THEMATFA/ALS,WASIESTORAGE,ANO CGNGREI£WRSNBONN//FAO=EGEOJLGL4T/DNS SHALL REF% LOCA]IDBYTHECONTR4CfiM /MPLEMFNTRT%NOF FIEF/NAL EROSroNCONTROL PLAN GOOOW/NBMARSNALL,GVGS'NA[t BENELDNARMLESSF[W rNEF% LOES/GN,LOCANONANO /NSTALLA T!ONOFALL // / ,� / / SEEFFOS/ONCONTROLBETA/LSFA9ABB/PENAL /NFORNAT/GN65PLC/FMAT/GNS NOTP ERGS/ONCONTFOLMEASUR£SMAYBNLYBEXACEB/NfR[MATBF EROS/BNCONIRGLOE✓/CESASSBC/AlEB N9Rl1N/SPRBJECT AND TNEF/NAL STORMWATERPoLLUT/GNPRE✓ENT/BNPLAN. _ / / -I /N[E]S /NCNANNELS, ORA/AUIGEWAYS ORBORRGWB/TCNESAT R/S/(GFCONTAACTGR CONTRACTOR SNRLL REMA/NLHBLEFG,4 \ \ � / � / / ANYOAMAGEGIUSFDBYTNEMGASURES, �UO/NG iY000/NG DAMAGE,Nf/M.NM4YOGCURLN/ET02LOGXEOO21/NAGS ArTF/E C[MtLld/6V OFANYPRQ/ECTA[L CNAN FLS BRMNAGEWAYS �� / \ � ,9 l A�BOFROH'D?GHES/NTNEWri4KZONESNALL BEOREOBEO OFANYS�/MEMGENERATEDBY INEPRA/ECTORBEPoS/TEO ASARESULTOFERAS/[N/CONTROL ME9SURES \ '� / / r , I tR _ � 341 `�\ r ROCK CHECK �A 1 UTU R- COA7EIC709NOfE 11. 1 � 1'1v��lLv� � - ,i t/MYvcpx/Am _ I II' II \ 9 10 1 rcronva 6- ROCKc1KCK 4/w C , 3 R �mrla=s °AvtwrcY _ e �gF�QyO 1 acaavesare�Asrsrrouvsrwav roseomwa�eays.mzrmv ON] + S 1� VI I I R rt 8 I Ill I / p 14 p j 7 j4 I RocK cnECKo ]J, 1 — O a 3 QJ 732 2 p Q / 7 ROCKCNECKUAM�� 4` o�OryoA p / m°ei e D P`JF" a ROiECIION roRCiION u Tp_ol 11 P S5 �aO 119 4r _o 18 00 Si a » W CIIOIt 1RANCE v 1 . v\ u�Ln ��,yp0� 3 _ON1 QT 4 e9 OBI n 6�9' 15 0Q 5 GOIOFIAME VE 24 Qy 9p tEc ® PaotKn 6 0 / ON ]3 L304r 91 IN - PROM N I q\ 12 ]Z F4 8 V" x - 9 / �Q4 a �0 boy 21 O pBNE/' • �PRo rno y`N 94 • — BIB FIELD / i RRO n: N 19 0P 95 e o n 1S oDV t / / 5 P ra 44 ' pLOCKQ� 3 4 OhCnll t v L 1] N 9 Z 6 fR nory -'� u 2- N m s / 98 •� I R I I<• / 17 I8 15 13 i. 99 FENCE 1 J rll� 19 O 13 14 22 21 TO � S00 14 = BLOCK GOG 0�.. 101 a �1 � �'nINIkT SILT \ RO N 102 FENCE O / 'N- BOOGEBS FLOWER DRIVE PROVE PtKn O 03 F CIroN 186 („5 1p4 FFNCSo' tti �16 115 In ll0 109 ROCK CO8 18] / BLOCK Y \ HECK �I 1ryo BLOCKY � _ ll8X I I 11WARNfNG£!! Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 11/19/2020 JLE FORT WORTH Exhibit "D" INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Facility Name: Basin/Pond Number: Inspected By: Type of Inspection: Annual Basin Conditions: Facility Agreement Number Date: , Quarterly , Monthly , Routine , or Storm Event , (# days sin( 1. Is there standing water or wet spots? 2. Does sides or bottom show signs of erosion, settling, cracking, etc? 3. Does dam or emergency spillway show signs of erosion, settling, cracking, or other problems? 4. Is there evidence of animal burrowing in dam? 5. Is there evidence of changes in shape or volume of basin? 6. Do vegetated areas need mowing? 7. Are there trees or woody growth in dam? 8. Are there areas that need to be re -vegetated? 9. Is there any accumulation of silt, trash, debris or litter in the basin? 10. Are there any other basin maintenance activities needed? Structural Components: 1. Are pipes, channels, trash racks, etc. free of obstructions? 2. Are pipes, spillway or trash racks in need of repair? 3. Is the low flow or trickle channel in need of repair? 4. Is the outfall channel in need of repair? 5. Are there any other structural maintenance activities needed? Plan for correcting deficiencies: Yes_ No _ Comments Yes_ No Comments _ Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No Comments _ Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Form CFW-6 CFW- SEPTEMBER 2015 Appendix A Signature: Date: Owner's FORT WORTH, City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Spur Wildflower Development, L.P. Subject of the Agreement Drainage Channel needed for new construction M&C Approved by the Council? * Yes ❑ No 21 If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes © No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No © If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: If d fferent from the approval date. Expiration Date: If applicable. Is a 1295 Form required? * Yes ❑ No *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: Ifapplicable. SWFMA-25-0111 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes © No ❑ Contracts need to be routed for CSO processing in the followingoder-. 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.